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Images, UC QuakeStudies

An aerial photograph of the Christchurch central city. The photograph is captioned by BeckerFraserPhotos, "Brannigans building is in the centre of the photograph with Gloucester Street running through the middle of the photograph. The photograph shows the rear of the building".

Images, UC QuakeStudies

A photograph captioned by BeckerFraserPhotos, "The Christchurch Central Police Station. It has recently been announced that the Police will vacate this building, as it is not considered safe enough for Police headquarters. It is not clear what will happen to the building which may be strong enough for a less critical operation".

Images, UC QuakeStudies

A photograph of the earthquake damage to a block of buildings on Hereford Street. Large sections of the buildings have collapsed and the rubble has spilled onto the footpath and street in front. USAR codes have been spray-painted on the front of Calendar Girls.

Images, UC QuakeStudies

A photograph of emergency management personnel crossing the intersection of High, Colombo, and Hereford Streets. In the background is the earthquake-damaged Fisher's Building. Large sections of the top storey have collapsed, the masonry spilling onto the footpath and damaging the awning.

Images, UC QuakeStudies

A photograph of the earthquake damage to a brick wall of a building on Acton Street. Large sections of the wall have fallen away. The remaining section has large cracks between the bricks. A boat which was being stored inside has toppled over and is now sticking out of the building.

Images, UC QuakeStudies

A photograph of the earthquake-damaged Oxford Terrace Baptist Church. Steels bracing has been used to stabilise the front of the building. Crumbled masonry and other rubble is still lying in front. Wire fences have been placed around the building site as a cordon.

Images, UC QuakeStudies

A photograph of the earthquake-damaged Oxford Terrace Baptist Church. Steels bracing has been used to stabilise the front of the building. Crumbled masonry and other rubble is still lying in front. Wire fences have been placed around the building site as a cordon.

Images, UC QuakeStudies

A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".

Images, UC QuakeStudies

A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".

Images, UC QuakeStudies

Fire Service vehicles along Madras Street combating the fire at the Canterbury Television building. Behind them excavators can be seen digging through the rubble. On the left a St Johns Ambulance team member has put on a face mask to protect themselves from the smoke.

Images, UC QuakeStudies

A photograph of a member of an emergency management team walking down Cashel Street. In the background is a crushed van, piles of rubble from earthquake-damaged buildings, and partially-collapsed scaffolding. Wire fences have been placed in front of the buildings as cordons.

Images, UC QuakeStudies

A portaloo ouside an apartment building, on the wall next to it is a red sticker, informing the public the site is dangerous and not to enter. On the other side are spray painted codes left by USAR after it had been cleared. This system was used following the February earthquake to mark buildings that have been checked.

Research papers, University of Canterbury Library

This paper outlines the deconstruction, redesign and reconstruction of a 2 storey timber building at the University of Canterbury, in Christchurch, New Zealand. The building consists of post tensioned timber frames and walls for lateral and gravity resistance, and timber concrete composite flooring. Originally a test specimen, the structure was subjected to extreme lateral displacements in the University structural testing laboratory. This large scale test of the structural form showed that post tensioned timber can withstand high levels of drift with little to no structural damage in addition to displaying full recentering characteristics with no residual displacements, a significant contributor to post earthquake cost. The building subsequently has been dismantled and reconstructed as offices for the Structural Timber Innovation Company (STIC). In doing this over 90% of the materials have been recycled which further enhances the sustainability of this construction system. The paper outlines the necessary steps to convert the structure from a test specimen into a functioning office building with minimal wastage and sufficient seismic resistance. The feasibility of recycling the structural system is examined using the key indicators of cost and time.